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Mechanism of Rock Mass Detachment Using Undercutting Anchors: A Numerical Finite Element Method (FEM) Analysis.
Andrzej Wójcik1, Kamil Jonak2,3, Robert Karpiński1
1Department of Machine Design and Mechatronics, Faculty of Mechanical Engineering, Lublin University of Technology, Nadbystrzycka 36, 20-618 Lublin, Poland.
This study explores using undercutting anchors for rock mass detachment, analyzing key factors like fracture energy and friction. The findings are crucial for evaluating anchor effectiveness in unconventional rock destruction scenarios.
Area of Science:
- Geotechnical Engineering
- Rock Mechanics
- Structural Engineering
Background:
- Undercutting anchors are vital for stabilizing structures and soils in construction and geotechnics.
- Current applications include slope stabilization, foundation reinforcement, and underground support.
- The novel application of these anchors in rock mass detachment technology is proposed.
Purpose of the Study:
- To comprehensively analyze the mechanism of rock mass detachment using undercutting anchors.
- To investigate the influence of fracture energy and friction coefficient on rock element detachment.
- To evaluate anchor design effectiveness under non-standard conditions and unconventional rock destruction.
Main Methods:
- Numerical Finite Element Method (FEM) analysis was employed.
- Modeling the effect of failure cone shape and size variations.
- Simulating anchor expansion within drilled holes under varying conditions.
Main Results:
- Detailed analysis of the rock mass detachment mechanism using undercutting anchors.
- Quantified influence of fracture energy and friction on the detachment process.
- FEM simulations demonstrated changes in failure cone geometry.
Conclusions:
- Undercutting anchors show potential for rock mass detachment applications.
- Fracture energy and friction are critical parameters influencing detachment effectiveness.
- The study provides insights for optimizing anchor design in unconventional rock media destruction.
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